HomeMy WebLinkAboutErosion control and demolition planEROSION CONTROL LEGEND
FF - FILTER FABRIC FENCE
EXISTING OVERHEAD
RFB REINFORCED FILTER FABRIC FENCE ELECTRIC LINE
SC STABILIZED CONSTRUCTION ENTRANCE - -0HE
PP-oHE----a--0HE----0HE \
IPB INLET PROTECTION BARRIER (PH 2) -OHE- - - -()HE- - - -0HE- - - -0HE- - - �- - -0HE- - -t)HE- - - -0HE- - - -0HE- - - -OHE- - - -0HE- - - -0HE- - -
PLAN
RFD1 ROCK FILTER DAM (TY 1), SEE TxDOT NORTH
STANDARD EC(2)-93
SIDESLOPE EROSION CONTROL 0 20 40
LU TH ER ST. WEST APPROXIMATE LOCATION OF
EXISTING 16" WATER LINE SCALE: 1" = 20'
(VARIABLE WIDTH RIGHT-OF-WAY) TBM 1:
(N33' H.M.A.c. ROAD w/OPEN DITCH) ELEV.=328.67'
6 16"W
11s"w 's.
1s"w s"w
s' w s"w w 1s' w
p�
1s"w 1s"w 16"w SC
1s"w 1
- - UT - - -
- UT
POWER POLE
0
NOW OR FORMERLY
JERRY C. NOVOSAD
AND
WIFE, SANDRA NOVOSAD
LOT 1, BLOCK i
{
NOVOSAD ADDITION
WATER METER
(VOLUME 7597, PAGE 279) {
ZONED: R-4
®GM
GAS METER
OO MH
MANHOLE
ti
CLEANOUT
00
FIRE HYDRANT
1 {
TELEPHONE PEDESTAL
CV
AREA INLET
r
JUNCTION BOX
h
BUILDING SETBACK LINE
d'
PROPERTY LINE
--------
EASEMENT LINE
d'
z
ri
0 00
z �1
ErpYV)O
:2
it Jm
C)<m5C
L, to p
„o
�QF-Of� rj
773Jw-i
z �o
O
O
0
.................+...+....................... FF UT - - - UT -
::s::s:::: :::::::'• - FF FF FF
FF FF FFUT
FF -
UT - - - -- �T =- _ _32� - - 221.11'
APPROXIMATE LOCATION OF - -
+�N 43' S4 51 E_
�... •-- -- �� ��
UNDERGROUND TELEPHONE LINE
\ SAW CUT AND REMOVE EXISTING "',-13-13
� \ CONCRETE CURB AS REQUIRED \
1 ` CONCRETE WASHOUT -
1 LOCATED WHERE REQUIRED
LL_BY CONTRACTOR {
y
LL 1 {
I
f {
U- REMOVE EXISTING POWER POLE
�- SEE SITE DEMOLITION NOTE #5'6 {
� o
`326 / / PP
�U-
{
LL- / I N
/ M
``' LOT 1, BLOCK 1 w
{ TRADITIONS at LUTHER !
/ M
r
LL V'
L'- EXISTING PRIVACY
� WOOD FENCE
NOW OR FORMERLY00
{
F11- ' ALI JAFFAR
(VOLUME 6702, PAGE 38) {
to ZONED: R-4 /
1
N /
{ �
I
{ / POND
z I ,� /
BREECH EXISTING POND & DE -MUCK
EXCAVATE TO ADEQUATE MATERIAL
AS DIRECTED BY THE ENGINEER
L- / 3/8" I.R.F.
LL_ /
-
3 FFF FF
F -"
FF FF
F _-
FF 25 W _ 213.07'
F
FF S 4,0. 52 r
NOW OR FORMERLY
COMMONWEALTH AUSTIN CH, L.P.
LOT 4A, B_ OCK 1
MELROSE SUBDIVISION
(VOLUME 6702,. PAGE 38)
ZONED: R-4
PROJECT BENCHMARK:
BOX CUT IN BACK OF CURB ON THE
SOUTHEASTERLY SIDE OF LUTHER STREET
WEST, NEAR THE NORT CORNER OF THE
SUBJECT TRACT.
ELEV. = 328.67' (NAD 88)
EXISTING PRIVACY
WOOD FENCE
0.
U 00
z �1
>-z row
wU)0
��oo° I
� � m
ry
O< nC'
to 0 0
oF- (n CO uj z
�Qo0�
z?y Jw J
z �O
O
O
SYMBOL & LINE LEGEND
0
POWER POLE
0
LIGHT POLE
GUY WIRE ANCHOR
®
GAS PIPELINE RISER
Nwv
WATER VALVE
®w+
WATER METER
®E+
ELECTRICAL TRANSFORMER
®GM
GAS METER
OO MH
MANHOLE
0C.0.
CLEANOUT
I&H
FIRE HYDRANT
®TP
TELEPHONE PEDESTAL
At
AREA INLET
e
JUNCTION BOX
- - -
BUILDING SETBACK LINE
-------
PROPERTY LINE
--------
EASEMENT LINE
INDEX OF SHEETS
SHEET SHEET
NO. 1. D. DESCRIPTION
1 C1.0 EROSION CONTROL & DEMOLITION PLANy Eny��es
2 C1.1 CIVIL SITE PLAN NOT TO
3 C1.2 GRADING & DRAINAGE PLANSCALE /� POST OFFICE BOX 9253 1391 SEAMIST LANE <77845>
4 C1.3 PRIVATE UTILITY PLAN / COLLEGE STATION, TEXAS 77842
5 C1.4 PAVING PLAN
6 C1.5 LANDSCAPE PLAN EMAIL: civil@rmengineer.com
�� � 979) 690-0329
(
7 C2.1 WATER LINE "W1" &"W2" PLAN/PROFILE OJ�� FAX - OFFICE E - 690-0329
STATION 0+00 to END
8 C2.2 SANITARY SEWER LINE "S1" PLAN/PROFILE G. -� SURVEYOR
STATION 0+00 to END KERR SURVEYING, LLC
9 C3.1 SITE & PARKING DETAILSF� 505 CHURCH STREET
10 C3.2 PAVING & MISCELLANEOUS DETAILS �J'�1` COLLEGE STATION, TX 77841
11 C3.3 UTILITY DETAILS OFF: (979) 268-3195FAX: (979) 691-8904
1.) THE LATEST EDITION OF THE 2007 B/CS UNIFIED
TECHNICAL SPECIFICATIONS AND DETAILS ARE ISSUED FOR
THIS PROJECT.
2.) THE FOLLOWING 2007 B/CS UNIFIED STANDARD DETAILS
ARE ISSUED FOR THIS PROJECT:
W STANDARD WATER DETAILS
S STANDARD SEWER DETAILS
ST STANDARD STREET DETAILS
SW STANDARD SIDEWALK DETAILS
3.) THE FOLLOWING TxDOT STANDARD DETAILS ARE ISSUED
FOR THIS PROJECT:
TCP(1-4)-98 TRAFFIC CONTROL PLAN
SITE DEMOLITION NOTES:
1. DEMOLITION SHALL INCLUDE ALL WORK CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO
THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE
COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSISTOFABOVE GROUND
ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS,
FOUNDATION SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE.
3. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION,
SHALL BE NEATLY SAW CUT, REGARDLESS OF TYPE. FLEXIBLE PAVEMENT SHALL BE SAW CUT A
MINIMUM OF 24" BEYOND ANY PROPOSED STRUCTURES.
4. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE
FLOWS, TO ALL BUILDINGS, THAT ARE ACCEPTABLE TO THE FIRE MARSHALL.
5. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS WORK WITH THE CITY OF COLLEGE
STATION -ELECTRICAL DIVISION. IF THIS WORK IS TO BE PERFORMED BY CoCS-ELECTRICAL DIVISION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND
MATERIALS REQUIRED BY CoCS TO PERFORM SUCH DUTIES.
GEOTEXTILE BAGS FILLED
WITH SAND OR GRAVEL
TO ANCHOR PLASTIC LINER
z 18" MIN
EXISTING PLASTIC
LINER
GRADE 1 1 �' 1 1
r
�\T� \�� iiri� Iry r ii r✓.. ,rir i riiii�iv r� 0\
8MIN.
EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE,
SUBGRADE WASTE MATERIAL OR
COMPACTED WASTE
SUBGRADE
TOP
18" MIN
8'x8' BOTTOM PIT
AREA (MIN)
a EXPAND AS ® NEEDED a_ o o
GEOTEXTILE BAGS FIL ED
WITH SAND OR GRA EL
TO ANCHOR PLASTIC LINER
E
dD 4m do
PLAN VIEW
CONCRETE WASHOUT-
NOTE:
ASHOUTNOTE:
DRESS WITH SUFFICIENT I
STONE AND WIDTH & LENGTH INSTALL (F NECESSARY)
OF ENTRANCE TO PREVENT 12"0 DIP DRAIN PIPE
CONSTRUCTION TRAFFIC LOW POINT TO PROVIDE
FROM TRACKING MUD ONTO ADEQUATE
ACCESS STREET. CROSS -DRAINAGE
3" TO 5"0 STONE -*.x&
(ASTM D448) _ z
GEOTEX111 F FABRIC
VN
EXISTING SUBGRADE-,.
CROSS-SECTION
CONSTRUCTION ENTRANCE
N.T.S.
F.M. 2818
: K'
EASTER W OD TRADITIONS at LUTHER:
AIRPO T 701 LUTHER ST. WEST
COLLEGE STATION, TX.
VICINITY MAP
N.T.S.
EROSION CONTROL NOTES:
1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL
MEASURES (DIVERSION BERMS DRAINAGE STRUCTURES SWALES ADDITIONAL FENCING ETC )
NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND
DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL
MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY
BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND
PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE
WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY.
3_ ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING
AWAY IF NOT SUITABLE_ FOR FILL.
4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP).
SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL
STORM WATER LEAVING THE SITE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL
MEASURES AS REQUIRED FOR DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES
SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY
VARIOUS STAGES OF THE CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF
WORK ANDA NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ A
LAMINATED COPY OF THE CONSTRUCTION SITE NOTICE N01 AND SWPPP VISIBLE FROM THE PUBLIC
RIGHT -OF -_WAY SHALL BE POSTED AT THE SITE.
7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER
CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS.
8. THE CONTRACTOR IS,-!47SPOSIBLE FOR_ REMOVING SEDIMENT CONTROL DEVICES AFTER THE SITE HAS
BEEN SEEDED AND/OR SODDED,`AND GROUND COVER HAS TAKEN ROOT `
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS
ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED
DUE TO CONSTRUCTION SHALL BE HYDRO -MULCHED- SEEDED. THESE STABILIZED AREAS SHALL BE
SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS
OF COMPLETION, OR IF ACTIVIAY CEASES FOR MORE THAN 14 DAYS.
10. WHEN HYDROMULCH-1S REQUIRED . C•QNTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION
AND UNTIL AREA SHOWS GROWTH. `
11. CONTRACTOR SHALL SOD RIGHT-OF-WAY AFTER DRIVES, GRADING,_AND SIDEWALKS HAVE BEEN
CONSTRUCTED.
12' (MIN)
_z
0
L
ACCESS STREET
WOODEN POST
WIRE MESH FENCE
(ATTACHED TO POST)
FILTER FABRIC
(ATTACHED TO WIRE FENCE)
DETAIL "A"
TIE SILT FENCE
TOGETHER AT JOINTS
KITH NYLON CORD
COMPACTED FILL
GROUND
FRONT VIEW
3' LONG WOODEN 24" HIGH SILT FENCE, AS
POST 0 10' SPACING MANUFACTURED BY SILT
O.C. (MAX) STOP OR EQUIVALENT
EXISTING GROUND -1/o k COMPACTED FILL
/WIRE & SILT FENCE
SEE DETAIL "A" BURIED 6" BELOW GRADE
(DOWNSTREAM)/ �(UPSTREAM)
SIDE VIEW
SILT FENCING
N.T.S.
DESCRIPTION
PRELIMINARY
THIS
I R
DOCUMENT
FOR THE PURPOSE OF INTERIM!
REVIEW UNDER THE AUTHORITY
OF RABON A. METCALF, P.E.
NO. 88583,ON FEBRUARY!!: IT IS NOTTO BE USED
FOR CONSTRUCTION,
OR PERMIT PURPOSES.
CLIENT INFORMATION
A MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325EClA I SCALE: 1"=20'
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
1 mo
SHEET 1 OF '11
�
.�r0-z7 el60
I'd
1.✓L
W
{ J j x
w x <
Z
=
3:: F-
(-) I--
O
F -Zp
F_
W��0=Lo
woz
UJ-
Z Ld
r'
-i=
J o
N � of
V w
{-- O
z I m
Z =
(��]
W LLI
O F -V
, O
_O
Q0E-
Q
J J
_7 w
Li
CK
F_
Ld
�
�U
�o
o
CLIENT INFORMATION
A MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325EClA I SCALE: 1"=20'
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO. PROJECT NO.
220 - 0325
1 mo
SHEET 1 OF '11
�
.�r0-z7 el60
I'd
EROSION CONTROL LEGEND
FF FILTER FABRIC FENCE
EXISTING OVERHEAD
RFB REINFORCED FILTER FABRIC FENCE ELECTRIC LINE
SC STABILIZED CONSTRUCTION ENTRANCE PPr�
IPB INLET PROTECTION BARRIER (PH 2) -0HE----0HE----0HE----0HE--- --- OHE- -- QHE--
Z��---0NE----0HE----@HE----0HE----OHE----0HE----0NE- -0HE----0HE-�--0HE
PLAN
RFD1 ROCK FILTER DAM (TY 1), SEE TxDOT NORTH
STANDARD EC(2)-93
> SIDESLOPE EROSION CONTROL
a 2 ao
LUTHER ST. WEST APPROXIMATE LOCATION OF
EXISTING 16" WATER LINE SCALE: 1" = 20'
6"W
- - UT - - -
- UT
POWER POLE
3C(
NOW OR FORMERLY
METCALF, P.E.
JERRY C. NOVOSAD
AND
WIFE, SANDRA NOVOSAD
LOT 1, BLOCK 1
e
NOVOSAD ADDITION
WATER METER
(VOLUME 7597, PAGE 279) e
ZONED: R-4
®GM
GAS METER
V_
0o
MANHOLE
I;
CLEANOUT
00
FIRE HYDRANT
�I
3
TELEPHONE PEDESTAL
w
AREA INLET
eN-
JUNCTION BOX
- - -
BUILDING SETBACK LINE
d'
PROPERTY LINE
--------
EASEMENT LINE
d'
Y`-'
=c�
Z
a
V z�
�z '0w
WU>Q
� opo_ i
Q <T,
c(n o 0
0HE n`fl z
3:QorL:L�j ON
OwJJ�
zo mo
0
O
U
(VARIABLE WIDTH RIGHT-OF-WAY) TBM 1:
(w33' H.M.A.C. ROAD w/OPEN DITCH) ELEV.=328.67'
6..W 16"W SC 16"W 6,.w 16"w 16"W
-16"w 6"W 's' W
FF FF FF FF - "T - - - - FF F FF
N 43' 54' 51" E - 221.11'
LP a
6"W
6"W
INDEX OF SHEETS
SHEET SHEET
NO_ I.D. DESCRIPTION (�
1 C1.0 EROSION CONTROL & DEMOLITION PLAN coo
2 C1.1 CIVIL SITE PLAN NOT TO
3 C1.2 GRADING & DRAINAGE PLAN SCALE
4 C1.3 PRIVATE UTILITY PLAN
5 C1.4 PAVING PLAN
6 C1.5 LANDSCAPE PLAN O
7 C2.1 WATER LINE W1 &"W2" PLAN/PROFILE
STATION 0+00 to END JG'
8 C2.2 SANITARY SEWER LINE "Sl" PLAN/PROFILE
STATION 0+00 to END
9 C3.1 SITE & PARKING DETAILS
10 C3.2 PAVING & MISCELLANEOUS DETAILS �J
11 C3 3 UTILITY DETAILS
UT
- UT - - - UT -
-
1.) THE LATEST EDITION OF THE 2007 B/CS UNIFIED F.M. 2818
APPROXIMATE LOCATION OF TECHNICAL SPECIFICATIONS AND DETAILS ARE ISSUED FOR
THIS PROJECT
w UNDERGROUND TELEPHONE LINE
LL_
\ SAW CUT AND REMOVE EXISTING \
� CONCRETE CURB AS REQUIRED \
I ` CONCRETE ASHOUT -
LOCATED W ERE REQUIRED
w
BY CONTRA TOR '
w
I
li
Of
� , e
�- EREMOVE EXISTING POWER POLE
w TE DEMOLITION NOTE #5
� e
/ e
PP
U -
w
-EXISTING PRIVACY '
WOOD FENCE
NO
(VOLU
l
/ �b t�
/r
e
� e
OR FORMERLY / e
LI JAFFAR
6702, PAGE 38) e
'ONED: R-4 /
/ e
� e
/ OND
� e
� e
BREECH EXISTING POND & DE -MUCK
EXCAVATE TO ADEQUATE MATERIAL
AS DIRECTED BY THE ENGINEER
/ / e
3/8" I.R.F.
FF FF FF
FF FF FF .---
"' 213.07'
-
PROJECT BENCHMARK:
NOW OR FORMERLY BOX CUT IN BACK OF CURB ON THE
COMMONWEALTH AUSTIN CH, L. P. SOUTHEASTERLY SIDE OF LUTHER STREET
LOT 4A, BLOCK 1 WEST, NEAR THE NORTH CORNER OF THE
MELROSE SUBDIVISION SUBJECT TRACT.
(VOLUME 6702, PAGE 38)
ZONED: R-4
ELEV. = 328.67' (NAD 88)
EXISTING PRIVACY
WOOD FENCE
r0�oz�
Jz
WU)U �>w
Q
OE3U_ I
oQmmN
L U7 (D Q
o� �CWA z
aoaL
ow_j-�
z�O
Z
O
O
C-)
SYMBOL & LINE LEGEND
0
POWER POLE
3C(
LIGHT POLE
METCALF, P.E.
GUY WIRE ANCHOR
19
GAS PIPELINE RISER
D4wV
WATER VALVE
Igw+
WATER METER
®E+
ELECTRICAL TRANSFORMER
®GM
GAS METER
®o MH
MANHOLE
oc.0.
CLEANOUT
4 F
FIRE HYDRANT
®TP
TELEPHONE PEDESTAL
Ell m
AREA INLET
EPB
JUNCTION BOX
- - -
BUILDING SETBACK LINE
--------
PROPERTY LINE
--------
EASEMENT LINE
2.) THE FOLLOWING 2007 B/CS UNIFIED STANDARD DETAILS
ARE ISSUED FOR THIS PROJECT:
W STANDARD WATER DETAILS
S STANDARD SEWER DETAILS
ST STANDARD STREET DETAILS
SW STANDARD SIDEWALK DETAILS
3.) THE FOLLOWING TxDOT STANDARD DETAILS ARE ISSUED
FOR THIS PROJECT:
TCP(1-4)-98 TRAFFIC CONTROL PLAN
SITE DEMOLITION NOTES:
1. DEMOLITION SHALL INCLUDE ALL WORK CONTAINED ON THESE PLANS, BUT SHALL NOT BE LIMITED TO
THE ITEMS SPECIFICALLY IDENTIFIED. ANY MATERIALS TO BE DEMOLISHED OR CLEARED SHALL BE
COMPLETELY REMOVED AND DISPOSED OF. THIS WORK WILL NOT ONLY CONSIST OF ABOVE GROUND
ITEMS, BUT UNDERGROUND ELEMENTS AS WELL, INCLUDING BUT NOT LIMITED TO: TREE ROOTS,
FOUNDA11ON SYSTEMS, OLD PIPES, ETC... THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
ADDITIONAL ITEMS THAT REQUIRE DEMOLITION, NOT IDENTIFIED ON THIS PLAN, PRIOR TO REMOVAL.
2. DEMOLISHED SURPLUS MATERIAL SHALL BE LEGALLY DISPOSED OF OFF-SITE.
3. ALL PAVEMENT EDGES, BOUNDING THE CONSTRUCTION AREA & MATCHING WITH NEW CONSTRUCTION,
SHALL BE NEATLY SAW CUT, REGARDLESS OF TYPE. FLEXIBLE PAVEMENT SHALL BE SAW CUT A
MINIMUM OF 24" BEYOND ANY PROPOSED STRUCTURES.
4. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN FIRE ACCESS AND FIRE
FLOWS, TO ALL BUILDINGS, THAT ARE ACCEPTABLE TO THE FIRE MARSHALL.
5. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THIS WORK WITH THE CITY OF COLLEGE
STATION -ELECTRICAL DIVISION. IF THIS WORK IS TO BE PERFORMED BY CoCS-ELECTRICAL DIVISION,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REIMBURSEMENT OF ALL WORK, SERVICES, AND
MATERIALS REQUIRED BY CoCS TO PERFORM SUCH DUTIES.
GEOTEXTILE BAGS FILLED
WITH SAND OR GRAVEL
TO ANCHOR PLASTIC LINER
EXISTING PLASTIC 18" MIN
GRADE - LINER
1 �1 0' 11 �j1
8MIN.
EXISTING ELEVATION VIEW CRUSHED ROCK RUMBLE.
SUBGRADE WASTE MATERIAL OR
® COMPACTED WASTE
SUBGRADE
/<
TOP
18" MIN
8'x8' BOTTOM PIT
AREA (MIN)
a- EXPAND AS NEEDED 0-
GEOTEXTILE BAGS FIL-ED
WITH SAND OR GRA EL
TO ANCHOR PLASTIC LI ER
dD 4m do
PLAN VIEW
CON CRETE WASHOUT
N.T.S.
NOTE:
DRESS WITH SUFFICENT
STONE AND WIDTH & LENGTH
OF ENTRANCE TO PREVENT
CONSTRUCTION TRAFFIC
FROM TRACKING MUD ONTO
ACCESS STREET.
3" TO 5"0 STONE
(ASTM D448)
GEOTEXTILE FABRIC
EXISTING SUBGRADE
INSTALL (IF NECESSARY)
12"0 DIP DRAIN PIPE @
LOW POINT TO PROVIDE
ADEQUATE
CROSS -DRAINAGE
CROSS-SECTION
CONSTRUCTION ENTRANCE
N.T.S.
z
EASTER W OD TRADITIONS at LUTHER:
AIRPO T 701 LUTHER ST. WEST
COLLEGE STATION, TX.
VICINITY MAP
N.T.S. .
EROSION CONTROL NOTES:
1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY MINIMAL REQUIRED. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL
MEASURES (DIVERSION BERMS DRAINAGE STRUCTURES SWALES ADDITIONAL FENCING ETC-)
NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND
DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.
2. THE SITE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER OF DELEGATION, SHALL
MAKE A VISUAL INSPECTION OF ALL SILTATION CONTROLS AND NEWLY STABILIZED AREAS ON A DAILY
BASIS; ESPECIALLY AFTER A RAINFALL TO INSURE THAT ALL CONTROLS ARE MAINTAINED AND
PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE
WORK DAY, INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY.
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA
HAS BEEN. DISTURBED.. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN THE SEDIMENT
LEVEL REACHES 25% CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR HAULING
AWAY IF NOT SUITABLE FOR FILL.
4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT PRACTICE (BMP).
SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL
STORM WATER LEAVING THE SITE.
5. THE CONTRACTOR SHALL BE ,RESPONSIBLE FOR ESTABLISHING TEMPORARY EROSION CONTROL
MEASURES AS REQUIRED FOR . DIFFERENT PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES
SHOWN MAY NEED TO BE ADJUSTED TO HANDLE INCREASED OR CONCENTRATED FLOWS CREATED BY
VARIOUS STAGES OF THE CONSTRUCTION.
6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIOR TO COMMENCEMENT OF --
WORK AND A NOTICE OF TERMINATION AT THE COMPLETION OF THE PROJECT TO THE TCEQ A_
LAMINATED COPY OF THE CONSTRUCTION SITE NOTICE NOI AND SWPPP VISIBLE FROM THE PUBLIC
RIGHT OF WAY. SHALLBEPOSTED AT THE SITE
7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY AFTER
CONSTRUCTION OF THEIR ASSOCIATED IMPROVEMENTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL DEVICES -AFTER THE SITE HAS
BEEN SEEDED AND/OR SODDED, AND -GROUND COVER HAS TAKEN ROOT.
9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT ALL DISTURBED AREAS
ARE STABILIZED. DESIGNATED AREAS SHALL BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED
DUE TO CONSTRUCTION SHALL BE HYDRO -MULCHED SEEDED. THESE STABILIZED AREAS SHALL BE
SODDED OR SEEDED, FERTILIZED, AND WATERED TO ESTABLISH A SOLID GROUND COVER WITHIN 30 DAYS
OF COMPLETION, OR IF ACTIVITY CEASES FOR MORE THAN 14 DAYS.
10. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST AFTER INSTALLATION
AND UNTIL AREA SHOWS GROWTH.
11. CONTRACTOR SHALL SOD RIGHT-OF-WAY AFTER DRIVES, GRADING, AND SIDEWALKS HAVE BEEN
CON STRU C: TFt
12' (MIN)
r- -I
r
ACCESS STREET
WOODEN POST
WIRE MESH FENCE
(ATTACHED TO POST)
FILTER FABRIC
(ATTACHED TO WIRE FENCE)
DETAIL "A"
,ccsTIE SILT FENCE
Zj
♦♦ a
meq.im TOGETHER
's CORD
GROUND�Q-'ICOMP ACTED FILL
EXISTING
FRONT VIEW
N LONG WOODEN 24" HIGH SILT FENCE, AS
POST CSD 10' SPACING MANUFACTURED BY SILT
O.C. (MAX) STOP OR EQUIVALENT
EXISTING GROUND `�COMPACTED FILL
/WIRE & SILT FENCE
SEE DETAIL "A"� ��� �j\ BURIED 6" BELOW GRADE
DOWNSTREAM �i
(DOWNSTREAM) ) (UPSTREAM)
SI -E VIEW
SILT FEN CI N G
N.T.S.
GonsuAping E gtneesrs
1391 SEAMIST LANE <77845>
POST OFFICE BOX 9253
COLLEGE STATION, TEXAS 77842
EMAIL: civil@rmengineer.com
OFFICE - (979) 690-0329
FAX - (979) 690-0329
L/ SURVEYOR
KERR SURVEYING, LLC
505 CHURCH STREET
COLLEGE STATION, TX 77841
OFF. (979) 268-3195
FAX: (979) 691-8904
CRIPTION
• � i
1 1
i
1 �
3ME2"
�y10,
`
. ti
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF INTERIM
REVIEW UNDER
THE AUTHORITY
OF RABON A.
METCALF, P.E.
NO. 88583, ON
FEBRUARY 11,
2008. IT IS NOT
TO BE USED
FOR CONSTRUCTION, BIDDING
OR PERMIT
PURPOSES.
F_
� W
WX �x
Z _r
C �
®� �wZcc�z
Q
.. }
-
W r ,- o
no
Z Z LLJ
< J 0
0 0
to e•- Q
U F- o to
V) z I m
ZJ®W
W �
o
Y`-'
=c�
�0<
J
0 Wm
W
W
LL
J
F- J
0
W F_
e'- 0 o
U
0
CLIENT INFORMATION
FI MANAGEMENT
c/o ALI JAFFAR
5727 RICHMOND AVE., APT. 202
DALLAS, TX. 75206
OFF: (979) 314-1333
FAX: (979) 216-1586
FILENAME: 0325EClA
SCALE: 1"=20'
SUBMITTED DATE: FEBRUARY 11, 2008
DRAWN BY: A.J.B.
CHECKED BY: R.A.M.
FIELD BOOK: 9 PAGES: 38-43
RME CONSULTING ENGINEERS
CLIENT NO.
PROJECT NO.
220 --
0325
■
SHEET 7
OF 11
e
10: